HomeMy WebLinkAboutPFM00586N0SCALE IN FEET10002000500N01020
N 2303882.96CENTER OF CURBRADIUS= 15' E 5768247.58MATCH (E)MATCH (E)ROWNOTE: TAKE CARE TO NOTDISTURB (E) LANDSCAPINGOUTSIDE OF RIGHT-OF-WAY.
ROW12" WIDE BORDER WITH14" GROOVES APPROX.34" O.C., TYP.JUNE 201614APPROVED BYSPECIFICATION NO.FILE NO./LOCATIONDATEOFSHEETTHE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983(NAD83), CALIFORNIA COORDINATE SYSTEM (CCS) ZONE 5, EPOCH1991.35, BASED UPON TIES TO POINTS PUBLISHED IN THE CITY OFSAN LUIS OBISPO HORIZONTAL CONTROL NETWORK, JANUARY2007 ADJUSTMENT.THE VERTICAL DATUM IS THE NORTH AMERICA VERTICAL DATUMOF 1988 (NAVD88), BASED UPON TIES TO POINTS PUBLISHED IN THECITY OF SAN LUIS OBISPO BENCHMARK SYSTEM, JANUARY 2007ADJUSTMENT.Reference Documents:City Standard Specifications - January 2016 EditionCity Engineering Standards - January 2016 Edition1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATIONOF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITEESHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE ORUNDERGROUND FACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE ATTHE TIME THE CONTRACT IS AWARDED.CMP REPLACEMENTS 2015·Bond - Kentucky·Santa Ynez - Loomis·Foothill - Carpenter912681GENERAL NOTES, LOCATION MAP2PLAN: BOND - KENTUCKY3PLAN: SANTA YNEZ - LOOMIS4PLAN: FOOTHILL - CARPENTERPROJECTLOCATIONSindex to planssheet no.descriptiongeneral notesdatumsan luis obispo county, californiaDavid M. Athey R.C.E. C059384Acting City EngineerJUNE 22, 2016RECORD DRAWINGDATE:BY:MAR 2017JENN
AAMATCH (E)MATCH (E)MATCH (E)MATCH (E) AC CURBMATCH (E)NOTE:SEE RAMP DETAIL THIS SHEETFOR MORE INFORMATION.7ROWROW
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ROW12362141284A4A245813219N 2303882.96CENTER OF CURBRADIUS= 15' E 5768247.58MATCH (E)MATCH (E)ROWNOTE: TAKE CARE TO NOTDISTURB (E) LANDSCAPINGOUTSIDE OF RIGHT-OF-WAY.ROW
12" WIDE BORDER WITH14" GROOVES APPROX.34" O.C., TYP.0SCALE: 1"=10'1020NSECTION A-ASCALE: 1" = 5'91268DATEJUNE 2016SCALE:PROJECT TITLE:
CMP REPLACEMENTS 2015
BOND - KENTUCKY
SHEET TITLE:2ofSHEET NO.4DESIGNED BY:JLDRAWN BY:PS / JLCHECKED BY:DAAPPROVED BY:BLPLAN FILE NO. / LOCATIONCITY SPECIFICATION NO.CONSTRUCTION NOTESREMOVE (E) AC PAVEMENT AND REPLACE WITH (N) PCC CROSS GUTTER PER ENGINEERING STANDARD4310, GRADES MODIFIED AS SHOWN PER PLAN AND SECTION A-A THIS SHEET. CONTRACT PRICEINCLUDES REMOVING (E) PCC CURB & GUTTER AND CONSTRUCTING (N) PCC CURB & GUTTER PERENGINEERING STANDARD 4030 AS SHOWN ON PLANS.REMOVE (E) 18" CMP STORM DRAIN PIPE & BOX PER SECTION A-A THIS SHEET. REMOVE (E) STORM DRAINMANHOLE PER ENGINEERING STANDARD 6050.PROTECT IN PLACE (UTILITY POLES THIS SHEET).REMOVE (E) AC & BASE TO ACCOMMODATE A 12" STRUCTURAL PAVING SECTION. PROVIDE 6" THICK ACPAVING OVER 6" THICK AGGREGATE BASE PER SECTION A-A AND PLAN. SAW-CUT ALONG (E) TRENCHLINES AS SHOWN FOR PAVING SOUTH OF CROSS GUTTER.GRADE ADJUST UTILITY COVER PER ENGINEERING STANDARD 6040.RELOCATE (E) STOP SIGN AS SHOWN PER ENGINEERING STANDARD 7210. INSTALL (E) SIGN ON (N) POST.REPLACE (E) WATER METER BOX & LID WITH (N) BOX & LID PER ENGINEERING STANDARD 6210.REMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110.INSTALL (N) CURB RAMP PER DETAIL THIS SHEET, ENGINEERING STANDARD 4440 AND CALTRANSSTANDARD PLAN A88A, CASE D.PAINT (N) CURB RETURN RED.REMOVE (E) STOP BAR & LEGEND AND RELOCATE AS SHOWN.123578RKnow what's below. Call before you dig.REMOVE AND REPLACE (E) ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS.REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANSPER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.B O N D S T R E E TK E N T U C K Y CONSTRUCTION LEGENDAS NOTED9RAMP DETAILSCALE: 1" = 5'CASE DB O N DK E N T U C K Y 464AJUNE 22, 2016RECORD DRAWINGDATE:BY:MAR 2017JENNRNOTE: DIMENSIONS AND ELEVATIONS NOTED ON PLAN WERENOT VERIFIED AS RECORD. ALL FEATURES SHOULD BERE-SURVEYED PRIOR TO FUTURE IMPROVEMENTS.
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R REMOVEDREMOVED (E) AC ANDPC, REPLACED WITH(N) AC PAVEMENTINSTALLED PRE-FABLIDS, SEE DETAIL ATSHEET 1INSTALLED PRE-FABLIDS, SEE DETAIL ATSHEET 1320325321322323324320321322323324318319318319SLOPE 1.1%(N) CATCH BASIN(LOCATION #2)(N) 24" HDPE STORM DRAIN,SEE ENG. STD. 6030 FORTRENCH DETAIL319.73℄ SANTA YNEZ325319.83 ±320.11 ±SLOPE 1.0% ±319.43(N) CATCH BASIN(LOCATION #1)326.10RIM324.10RIM(E) GRADE315320316317318319315320316317318319310311312313314310311312313314321322323321322323309309℄ LOOMIS(N) 24" HDPE STORM DRAIN,SEE ENG. STD. 6020 FORTRENCH DETAIL(N) PCC SIDEWALK,MATCH (E)SLOPE 2.5% ±INVERTS AT (E) PCC BOX ARE APPROX.ONLY, CONTRACTOR TO FIELD VERIFY.311.60316.87MATCH (E)309.84 ±INSTALL (N) BEND320.25(E) PCC BOX TO BE REMOVEDRIMSLOPE 8.9%(E) 16" WATER
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CREEKJUNE 2016DATE:H: 1" = 10'SCALE:PROJECT TITLE:
CMP REPLACEMENTS 2015
SANTA YNEZ - LOOMIS
SHEET TITLE:3ofSHEET NO.4DESIGNED BY:JLDRAWN BY:PS / JLCHECKED BY:DAAPPROVED BY:BLPLAN FILE NO. / LOCATIONCITY SPECIFICATION NO.RKnow what's below. Call before you dig.REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS.REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANSPER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.CONSTRUCTION NOTESPROTECT IN PLACE.REMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110.REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD3360, CURB FACE OPENING PER PLAN. CONNECT (E) STORM DRAIN PIPE TO (N) STRUCTURE ANDCUT/REMOVE PORTION OF PIPE THAT INTERFERES WITH THE (N) STRUCTURE. GROUT BETWEEN PIPEAND STRUCTURE. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE.COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDESREMOVING AND REPLACING CURB, GUTTER & SIDEWALK AS SHOWN ON PLANS.REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.REMOVE (E) 24" CMP AND INSTALL (N) 24" HDPE PIPE, REALIGN PER PLAN AND CONNECT TO (N) CATCHBASIN AND (E) HEADWALL PER ENGINEERING STANDARD 3540 AS SHOWN. TRENCH SECTION SHALL BEPER ENGINEERING STANDARD 6025 AT PAVEMENT AND 6030 AT NON-PAVED AREA.PROVIDE 24" HDPE FLARED END SECTION.PLACE HYDROSEED AND JUTE NETTING OR APPROVED EQUAL FOR DISTURBED SOIL AT SLOPEDEMBANKMENT.310S A N T A Y N
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0SCALE: 1"=10'10NREMOVE (E) METAL GUARD RAILING AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE RAILING TOORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA. MAINTAIN TEMPORARYBARRICADES.REMOVE (E) CITY CHAIN-LINK FENCE AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE FENCE TOORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA.CONTRACTOR SHALL LOCATE AND REMOVE (E) JUNCTION BOX PRIOR TO STORM DRAIN INSTALLATION.INSTALL (N) STORM DRAIN MANHOLE PER ENGINEERING STANDARD 3520. INVERTS AND MANHOLE SIZE(APX. 10.5' DEEP) SHALL BE VERIFIED PRIOR TO MANUFACTURING AND INSTALLATION. (N) MANHOLE LIDSHALL BE AT OR SLIGHTLY ABOVE GRADE. RECONNECT (E) 18" CMP TO (N) MANHOLE.RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.REMOVE (E) TREE AND GRIND STUMP TO 2 FEET BELOW GRADE. PLACE NEW TREE PER ENGINEERINGSTANDARD 8250.PRUNE (E) TREE PER CITY ARBORIST AS NECESSARY TO ACCESS CONSTRUCTION AREA.20CONSTRUCTION LEGEND91268161714A1411127ANOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.NOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.V: 1" = 2'PROFILE ACROSS SANTA YNEZPROFILE ACROSS LOOMIS13A13152424AJUNE 22, 2016RRECORD DRAWINGDATE:BY:MAR 2017JENNNOTE: ELEVATIONS NOTED ON PLAN WERE NOT VERIFIED ASRECORD. ALL UTILITIES AND OTHER FEATURES SHOULD BERE-SURVEYED PRIOR TO FUTURE IMPROVEMENTS.INSTALL "BICYCLE-PROOF"STEEL GRATE AND FRAMEPER DETAIL AT SHEET 1.
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ROWMATCH (E)191811172017321222338.5'2.5' min.NOTE: SEE SPECIAL PROVISIONSFOR MORE INFORMATION275276277278279273274280SLOPE ± 9.5%(N) 12" HDPE STORM DRAIN,12" AC OVER 1-SACK SLURRYBACKFILL AT TRENCH℄ FOOTHILL278.75(N) CATCH BASIN271272270275276277278279273274280271272268269266267270265RIMINSTALL (N) 45° BENDABANDON (E) 12" CMPSTORM DRAIN, CAP ENDREMOVE (E) 12" CMPSTORM DRAINREHABILITATE BOTTON OF PIPEPER PAVED INVERT DETAIL±267.10INV(E) CATCH BASIN TO REMAINCONSTRUCTION NOTE 22FOR CONNECTION274.40INVROPE AS DIRECTED BYENGINEER IN FIELDSLOPE ± 2.0%269.0INV± 9" clear± 10" clear± 9" clear± 9" clear272.90INVRKnow what's below. Call before you dig.REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS AND PERCITY OF SAN LUIS OBISPO STANDARD DETAIL 6020.CONSTRUCTION LEGENDREMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANSPER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.91268CITY SPECIFICATION NO.DATE:PROJECT TITLE:
CMP REPLACEMENTS 2015
FOOTHILL - CARPENTER
SHEET TITLE:4ofSHEET NO.4DESIGNED BY:JLDRAWN BY:PS / JLCHECKED BY:DAAPPROVED BY:BLSCALE:PLAN FILE NO. / LOCATIONC A R P E N T E R S T R E E TF O O T H I L L
CONSTRUCTION NOTESPROTECT IN PLACE.REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.RELOCATE (E) 1" COPPER WATER LATERAL PER ENGINEERING STANDARD 6210. VERIFY LOCATION WITHENGINEER PRIOR TO INSTALLATION. REPLACE (E) WATER METER BOX AND LID WITH (N) BOX AND LID.REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD3355, CURB FACE OPENING PER PLAN. CONNECT (N) STORM DRAIN PIPE TO (N) STRUCTURE. PRIOR TOCONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE. COORDINATE WITH UTILITYCOMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES REMOVING AND REPLACINGCURB, GUTTER & SIDEWALK AS SHOWN ON PLANS AND (N) AC PAVEMENT (NOTE 11) AS SHOWN ONPLANS.REMOVE (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE. TRENCH SECTION SHALL BE PERENGINEERING STANDARD 6025, WITH 12" AC OVER 1-SACK SLURRY BACKFILL. REALIGN AT CARPENTERAS SHOWN, INSTALL 45° BEND. CAUTION: UTILITY LINES CROSS (N) STORM DRAIN LINE ON FOOTHILL.VERIFY CLEARANCE PRIOR TO CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE ASNECESSARY.ABANDON (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE PER PLAN. TRENCH SECTION SHALL BEPER ENGINEERING STANDARD 6025, WITH 12" AC OVER 1-SACK SLURRY BACKFILL. CAUTION: GAS LINE INAREA RUNS PARALLEL TO (N) STORM DRAIN ON CARPENTER. VERIFY CLEARANCE PRIOR TOCONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY.CONNECT (N) PIPE TO (E) 54" CMP STORM DRAIN, INSTALL GROUT COLLAR AT CONNECTION.CONTRACTOR TO INSPECT CONDITION OF (E) 54" CMP STORM DRAIN AT MANDATORY PRE-BIDWALK-THROUGH. REHABILITATE BOTTOM OF PIPE UNDER STREET AND EASTERLY SIDEWALK (42') PERPAVED INVERT DETAIL THIS SHEET.311181920172122PAVED INVERT DETAILSCALE: 1" = 2'NOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.H: 1" = 10'V: 1" = 2'PROFILE AT FOOTHILL - CARPENTERJUNE 201623SCALE: 1" = 10' H, 1" = 2' V- REVISED -~ REVISED ~
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(E) 4" GASNOTE: SEE SPECIAL PROVISIONSFOR MORE INFORMATION275276277278279273274280SLOPE ± 9.5%(N) 12" HDPE STORM DRAIN,12" AC OVER 1-SACK SLURRYBACKFILL AT TRENCH℄ FOOTHILL278.75(N) CATCH BASIN271272270275276277278279273274280271272268269266267270265RIMINSTALL (N) 45° BENDABANDON (E) 12" CMPSTORM DRAIN, CAP ENDREMOVE (E) 12" CMPSTORM DRAINREHABILITATE BOTTON OF PIPEPER PAVED INVERT DETAIL±267.10INV(E) CATCH BASIN TO REMAINCONSTRUCTION NOTE 22FOR CONNECTION274.40INVROPE AS DIRECTED BYENGINEER IN FIELDSLOPE ± 2.0%269.0INV± 9" clear± 10" clear± 9" clear± 9" clear272.90INVRKnow what's below. Call before you dig.REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS AND PERCITY OF SAN LUIS OBISPO STANDARD DETAIL 6020.CONSTRUCTION LEGENDREMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANSPER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.91268CITY SPECIFICATION NO.DATE:PROJECT TITLE:
CMP REPLACEMENTS 2015
FOOTHILL - CARPENTER
SHEET TITLE:4ofSHEET NO.4DESIGNED BY:JLDRAWN BY:PS / JLCHECKED BY:DAAPPROVED BY:BLSCALE:PLAN FILE NO. / LOCATIONC A R P E N T E R S T R E E TF O O T H I L L
CONSTRUCTION NOTESPROTECT IN PLACE.REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.RELOCATE (E) 1" COPPER WATER LATERAL PER ENGINEERING STANDARD 6210. VERIFY LOCATION WITHENGINEER PRIOR TO INSTALLATION. REPLACE (E) WATER METER BOX AND LID WITH (N) BOX AND LID.REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD3355, CURB FACE OPENING PER PLAN. CONNECT (N) STORM DRAIN PIPE TO (N) STRUCTURE. PRIOR TOCONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE. COORDINATE WITH UTILITYCOMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES REMOVING AND REPLACINGCURB, GUTTER & SIDEWALK AS SHOWN ON PLANS AND (N) AC PAVEMENT (NOTE 11) AS SHOWN ONPLANS.REMOVE (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE. TRENCH SECTION SHALL BE PERENGINEERING STANDARD 6025, WITH 12" AC OVER 1-SACK SLURRY BACKFILL. REALIGN AT CARPENTERAS SHOWN, INSTALL 45° BEND. CAUTION: UTILITY LINES CROSS (N) STORM DRAIN LINE ON FOOTHILL.VERIFY CLEARANCE PRIOR TO CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE ASNECESSARY.ABANDON (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE PER PLAN. TRENCH SECTION SHALL BEPER ENGINEERING STANDARD 6025, WITH 12" AC OVER 1-SACK SLURRY BACKFILL. CAUTION: GAS LINE INAREA RUNS PARALLEL TO (N) STORM DRAIN ON CARPENTER. VERIFY CLEARANCE PRIOR TOCONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY.CONNECT (N) PIPE TO (E) 54" CMP STORM DRAIN, INSTALL GROUT COLLAR AT CONNECTION.CONTRACTOR TO INSPECT CONDITION OF (E) 54" CMP STORM DRAIN AT MANDATORY PRE-BIDWALK-THROUGH. REHABILITATE BOTTOM OF PIPE UNDER STREET AND EASTERLY SIDEWALK (42') PERPAVED INVERT DETAIL THIS SHEET.311181920172122PAVED INVERT DETAILSCALE: 1" = 2'NOTE: EXACT LOCATIONS AND DEPTHS OF UNDERGROUND FACILITIES AREUNDETERMINED. CONTRACTOR SHALL VERIFY DEPTH OF ALL (E) UTILITIESPRIOR TO INSTALLING (N) STORM DRAIN. USE CAUTION WHEN DIGGING,PROFILES ARE FOR REFERENCE ONLY.H: 1" = 10'V: 1" = 2'PROFILE AT FOOTHILL - CARPENTERJUNE 201623SCALE: 1" = 10' H, 1" = 2' V- REVISED -RRECORD DRAWINGDATE:BY:MAR 2017JENNNOTE: ELEVATIONS NOTED ON PLAN WERE NOT VERIFIED ASRECORD. ALL UTILITIES AND OTHER FEATURES SHOULD BERE-SURVEYED PRIOR TO FUTURE IMPROVEMENTS.~ REVISED ~